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F :\E5311\PUD\PUDup01.dwg, 09/10/01 10:18:53 AM, Drexel, Barrell & Co. JTW <br />• <br />EX. CURB /NL ET <br />EX. STORM SEWER <br />EX STORM CULVERT <br />EX. SAN/TARY SEWER SERV/CE <br />EX WATER L/NE <br />EX. WATER L/NE SERV/CE. <br />EX. F/RE HYDRANT . <br />EX WATER VALVE <br />LEGEND <br />cLJ7 <br />- - - <br />EX 24" CMP <br />- ss---- <br />- w <br />- WS- --- <br />°SspoCRs (9'x19" deferred} <br />R <br />0 <br />.H'. <br />0 <br />0 <br />STA. 1+30 <br />(CLEANOUT <br />INV OUT=5285.08 <br />EX/ST. <br />SAN <br />SEWER <br />EX/ST. <br />:SAN <br />Stift7s2 <br />1 <br />1 <br />1 <br />1 <br />REMOVE EXIST 8" PLUG <br />INSTALL 8" PVC WATERMAIN <br />INSTALL 8" 22-1/2 • BEND W/( <br />STA. 5+53.97, 1.06'(L) <br />EX/ST. <br />WATER <br />SVC+ <br />18.12 LF <br />8" WATERLINE `` <br />1 <br />1/2° <br />282 .8711 <br />ERLIN <br />ALL 8" 6" <br />TEE W/ " B <br />X111. 5+d.�.43, 139 <br />o r'. ,.1 <br />1 <br />1 <br />(L <br />E_ 6.08' <br />(1 <br />RTYL/ <br />EX. MANHOLE <br />0 <br />18" RCP <br />EX. WATER METER <br />PROPOSED STORM SEWER <br />PROPOSED SANITARY SEWER <br />PROPOSED WATER LINE <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE _ <br />PROPOSED WATER FITTING _ <br />PROPOSED MANHOLE _ <br />EN PVC <br />12" DIP <br />20' UTILITY <br />EASEMENT <br />NOTE: WATER LINE STATIONING IS ALONG <br />THE WEST PROPERTY LINE. <br />0+00=NORTHWEST PROPERTY CORNER. <br />INSTALL 8"X6' <br />TEE W/CTRB <br />8"GV <br />STA 1+73.82. 15.26'(L) <br />RELOCATE FIRE HYDRANT <br />349.61 LF <br />8" WATERLINE <br />INSTALL 54.46 LF OF <br />6; ARE SERV. UNE <br />4MMIN. SIM <br />116.63 LF <br />8" WATERLINE <br />IRRIG. CROSSING <br />(BY OTHERS) <br />z <br />1 8y <br />1 ;z <br />W umn <br />1 r. <br />Wd <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />a <br />W <br />-7 <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />1-800-922-1987 <br />CALL 2 -BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE, OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTILITIES. <br />EXISTING 8" WATER MAIN <br />INSTALL 8"X6" <br />TEE W/CTRB <br />STA 0+03.12, 0.98'(L) <br />18.00 LF <br />8" WATERLINE <br />INSTALL 8" 22-1/2° <br />BEND W/CTRB <br />STA 0+21.12, 0.91'(L) <br />38.99 LF <br />8" WATERLINE <br />INSTALL 8" 22-1/2° <br />BEND W/CTRB <br />STA 0+p7.20, 15.70'(L), <br />r emir <br />- STD: FIRE- HYDRANT- - <br />STA. 5+23.54, 41.19(L) <br />_11 M. <br />.2h <br />z73N <br />< <br />N N <br />N N rn <br />CA 4) <br />_ <br />0) <br />F .H. <br />(A <br />00 <br />;CN <br />P, <br />x <br />� I <br />STI).. 4' MANH <br />STALL 3" <br />GRATE INLET <br />WITH SUMP PUMP <br />TO NEAREST INLET <br />- -OR MANHOLE <br />rr\ <br />GRATE INLET <br />\ \ WITH SUMP PUMP, <br />\T0 NEAREST INLET \ <br />OR, MANHOLE <br />0 <br />11 <br />PRO <br />\ STD. AR <br />_STA. D+ <br />10' yti.- <br />0' <br />I <br />SEE PLUMBING <br />SHEET -P21 -FOR - - - - <br />EXACT SEWER SERVICE <br />LOCATION OUT OF BLDG. <br />- IINV.=77.65 <br />PROPOSE -,BUILDING <br />__tea <br />\ \ FF=5285.4 \ \ <br />18 <br />�n <br />\ <br />OOF DRAIN <br />( P) <br />3 <br />-.-"5185 <br />/� <br />60' <br />z13u. <br /><ut <br />-1 <br />NN m <br />J OD <br />N (Ji <br />(.10 z <br />- 1 <br />STORM SEVI MH <br />RIM 5283.-4 <br />INV E 527.54 <br />INV S 527''.09 <br />w <br />PREPARED BY: <br />CO <br />N. <br />N <br />RETAINING <br />iVALL, TYP. <br />1 <br />- - - - - 1NSTTEL-cLF#I-01N EXIsn 1 \ <br />,= 9 I• <br />, ...` ...'SIA 1 -}.. L. 7 <br />I 1 <br />--_ IAEChll�ll -\ , INE ER IF I� j I I \\ \ 1 I 1 <br />IN1ff\RT EL ATI ABOVE 52718.41 1, \ \ \ 1 I 1 <br />/ <br />N <br />\ I I I <br />11 �1 \ \ \ l 14I I <br />11" 1 <br />_ \ \ \ ) 1 1 I I <br />1 <br />L zz- ,.\ \ \\ \ 1 1 1 1 1 1 1) <br />_. \ \ . <br />• <br />o,\ <br />INSTALL 60 LF OF ��,� 1I11II <br />�1\11111 ti 11III <br />- J111„11 1. 1 1 I I � "id <br />^-�.eaaaw Iill <br />I I'I I 1 I 1 <br />- -'1111114 II <br />Ii11 1 ,• 1.09G SW:1E \ \l1 1 I 1 1 1 1 I <br />" 5305- _ J 1 I 1 <br />EX/ST. 10' STORM <br />S?8s <br />1 1 1 1 1 I <br />r LANDSCAPE 4M.7 <br />E SPACE EA..EM£NT <br />UPg L'A(S MENT <br />8284===' -.-------- _ <br />5' TYPE R INLET <br />RIM 5281.25 <br />INV 5275.50 <br />EX/ST 8" WATERL/NE <br />b . -G -.-O <br />s <br /><= EX. F.H. <br />8 , 0. <br />EXIST 54". RCP <br />EX. F.H. <br />-- <br />0 <br />O' <br />, LI <br />A• <br />EX. 54" RCP <br />( <br />w <br />w <br />3T <br />EX. 12" WATERLINE < <br />M' <br />1, . <br />EX/ST 12" WATERMA/N <br />STO SEW MH <br />RIM 5 6.91 <br />INV 52 .04 <br />EX. 54" RCP <br />S <br />S <br />5 <br />Drexel, Barrell & Co. <br />EX/ST. 72" RCP <br />STORM SEWER P/PE <br />4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, <br />6365 CORPORATE DRIVE COLORADO SPRINGS, <br />910 54TH AVENUE, SUITE 210 GREELEY, <br />CONTACT: MARK HAGEMAN <br />Engineers <br />COLORADO 80301 <br />COLORADO 80919 <br />COLORADO 80634 <br />EX/ST: 54" RCP <br />STORM SEWER <br />Surveyors <br />(303) 442-4338 <br />(719) 260-0887 <br />(970) 351-0645 <br />80117-1-1 104th STREET <br />PREPARED FOR: <br />O'CONNOR DEVELOPMENT LLC <br />• <br />6685 GUNPARK DRIVE, SUITE 210 <br />BOULDER, CO 80301 <br />(303) 443-4575 <br />CONTACT: FRANK MARCEAU <br />P.1 01 <br />73 <br />00 <br />0 <br />PROJECT INFO: <br />HW d0210 13S330 <br />Lyi <br />OD MI <br />(71 <br />O'CONNOR R&D BLDG. 0 C.T.C. <br />LOCATED IN LOTS 3 8c 4, BLOCK 3 OF THE PARK AT CTC, <br />NE 1/4 SEC 16, T15, R69W OF THE 6TH P.M. CITY OF <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />EX/ST 8" SAN SEWER MA/N <br />DESIGNED BY: <br />RLS <br />DRAWN BY: <br />MDC/BDM <br />CHECKED BY: <br />REVISION DESCRIPTIONS <br />PER CITY COMMENTS <br />MOVE HYDRANTS PER FIRE MARSHALL <br />PER CITY COMMENTS <br />CITY PUD REVISIONS <br />EX/ST 12" WATER L/NE <br />et <br />BE ABANDONED <br />PER CITY <br />INSTRUCTIONS <br />3NI1 2i31VM „ZI 'X3 <br />s4 Co <br />(71 03 <br />DATE DRAWING INFO. <br />4-26-01 <br />5-09-01 <br />5-23-01 <br />ui <br />71 <br />40 20 <br />40 <br />80 <br />CITY OF LOUISVILLE <br />APPROVAL <br />0 <br />• <br />1 . cci <br />This document was reviewed for conformance <br />with City of Louisville Design and Construction <br />Standards. City approval does not relieve owner, <br />design engineer or contractor of responsibility t) <br />correct errors or omissions relating to this <br />document. <br />BY: <br />DATE: <br />Document Approval Expires: <br />MASTER UTILITY PLAN <br />02 MAR 2001 E-5311 1' <br />DATE: JOB NO: <br />DRAWING NO.: 411- TS <br />5D 653 2 <br />SCALE: <br />AS SHOWN <br />0 <br />co <br />13 <br />• <br />2VECC] bt300f1C12 <br />• <br />Ob\IMM O W1VIBE <br />-11 <br />o <br />Cia <br />0 <br />